CN213115486U - Beam type template connecting structure and floor support plate system - Google Patents
Beam type template connecting structure and floor support plate system Download PDFInfo
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- CN213115486U CN213115486U CN202020780919.8U CN202020780919U CN213115486U CN 213115486 U CN213115486 U CN 213115486U CN 202020780919 U CN202020780919 U CN 202020780919U CN 213115486 U CN213115486 U CN 213115486U
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Abstract
The utility model relates to the technical field of steel structure buildings, and discloses a beam type template connecting structure and a floor support plate system, which comprises a beam type template and a supporting device, wherein the beam type template comprises a frame transverse support and a supporting template, the supporting device is detachably connected to a floor beam through a clamping piece, the beam type template is erected on the supporting piece, and the frame transverse support replaces the traditional truss floor support plate, so that the floor construction can be carried out simultaneously in multiple layers; the beam type frame template is used for replacing a steel bar truss floor bearing plate, so that the construction difficulty degree of floor slab steel bar binding, floor slab inner pipeline laying and floor slab hole reservation can be reduced, the problem of large steel bar consumption in a steel bar truss floor bearing plate mode is solved, and the labor cost is reduced; and, the beam-type formwork member and the supporting means can be recycled. When the floor bearing plate system with the beam type template connecting structure is used for steel structure building construction, vertical supports do not need to be arranged below the floor bearing plate system, multi-layer floor slabs can be constructed simultaneously, construction speed is increased, and construction cost is saved.
Description
Technical Field
The utility model belongs to the technical field of steel construction building technology and specifically relates to a beam type template connection structure and building carrier plate system are related to.
Background
The floor slab pouring construction process of the traditional reinforced concrete building can be generally divided into the following steps:
(1) arranging a plurality of supports, and installing wood templates on the supports and the beams;
(2) finishing the operations of binding reinforcing steel bars and penetrating water and electricity pipelines on the template;
(3) pouring and curing concrete on the formwork which is finished with the operation;
(4) and after the concrete reaches the strength, removing the formwork to complete the floor slab pouring construction.
Because the density of concrete is big and need the great concrete of volume to pour the floor, rely on the intensity and the unable concrete that supports above that of plank sheathing, consequently need set up a large amount of supports below the plank sheathing and prevent that the plank sheathing bending from leading to the floor is uneven or the plank sheathing damage leads to the concrete to leak thick liquid. The method for arranging a large number of supporting and installing wood templates is neither environment-friendly nor economical, and the construction speed is slow.
At present, a detachable floor bearing plate or a detachable template is usually adopted in an assembly type steel structure building for floor slab pouring. Detachable floor carrier plate or template can long-term cyclic utilization, and both economic environmental protection are also high-efficient swift. The existing fabricated steel structure building generally adopts a detachable steel bar truss floor bearing plate to pour a floor slab. The steel bar truss floor support plate comprises the following general components: template, draw-in groove fastener, steel bar truss, its shortcoming lies in:
(1) after the floor slab construction is completed by using the steel bar truss floor bearing plate, the steel bar truss is left in the floor slab to become floor slab stress steel bars. The strength requirement of the floor slab cannot be met only by the steel bar truss, so additional steel bars need to be bound on the basis of the steel bar truss. In order to meet the requirements of building functions, pipelines and reserved floor holes are laid in the floor. Because the shape of the steel bar truss is complex, the binding of the additional steel bars, the laying of the pipelines in the floor slab and the reservation of the holes of the floor slab become complex and difficult, the construction efficiency is reduced, and the human supply cost is increased;
(2) when the span of the beam is large, the strength and rigidity of the steel bar truss are not enough to bear the concrete thereon.
Thus, vertical support is still required at the bottom of the form. Due to the existence of the vertical supports, the construction of the floor slabs can be sequentially carried out only one layer by one layer, and the construction of multiple layers of floor slabs can not be carried out simultaneously;
(3) the steel bar truss and the additional steel bars are used as stressed steel bars of the floor slab, so that the using amount of the steel bars is larger than that of the traditional construction floor slab construction mode, and the cost is increased.
SUMMERY OF THE UTILITY MODEL
The utility model discloses aim at solving one of the technical problem that exists among the prior art at least. Therefore, the utility model provides a can beam type template and beam type template connection structure to a building carrier plate system with this beam type floor slab connection structure is provided.
In a first aspect, an embodiment of the present invention provides a beam type formwork connecting structure, including:
the beam type template comprises a frame transverse support and a supporting template, and the supporting template is arranged on the frame transverse support; a support means including a clamp member for detachably attaching to a floor beam of a building structure and a support member for supporting the beam form; the bottom of the beam-type formwork is erected on the support piece.
The utility model discloses beam type template connection structure has following beneficial effect at least:
the supporting device is detachably connected to the floor beams, the beam type template is supported through the supporting device, the beam type template can be supported between the floor beams of the building structure, floor reinforcing steel bars can be bound on the beam type template, floor pipelines are arranged, floor holes are reserved, concrete is poured and maintained on a panel of the beam type template, and after the concrete meets the strength requirement, the supporting device can be detached, so that the beam type frame template can be detached, and the floor pouring is completed. The frame transverse support replaces the traditional truss floor bearing plate, so that the floor construction can be carried out simultaneously in multiple layers, the construction efficiency is improved, and the construction cost is reduced; the beam type frame template is used for replacing a steel bar truss floor bearing plate, so that the construction difficulty degree of floor slab steel bar binding, floor slab inner pipeline laying and floor slab hole reservation is reduced, the problem of large steel bar consumption in a steel bar truss floor bearing plate mode is solved, the construction efficiency is improved, and the labor cost is reduced; and moreover, the beam type template component and the supporting device can be recycled, so that the construction cost is saved.
According to the utility model discloses a beam type template connection structure of other embodiments, the clamping piece includes first installation department and second installation department, first installation department be used for detachably connect in the floor roof beam, the support piece connect in the second installation department.
According to the utility model discloses a beam type template connection structure of other embodiments, first installation department includes first splint and the second splint that are parallel to each other, first splint with form the tight groove of clamp between the second splint, the tight groove of clamp can hold the edge of a wing of floor roof beam, be provided with first mounting hole on the second splint.
According to the utility model discloses a beam type template connection structure of other embodiments, the second installation department includes the backup pad, first splint with second splint set up on the lateral surface of backup pad, be provided with the second mounting hole in the backup pad, be used for the installation the support spare.
According to the utility model discloses a beam type template connection structure of other embodiments, the second mounting hole sets up to the slotted hole structure.
According to the utility model discloses a beam type template connection structure of other embodiments, the support piece includes connecting portion and supporting part, connecting portion connect in the clamping piece, the supporting part certainly connecting portion to the inboard of floor roof beam extends.
According to the utility model discloses a beam type template connection structure of other embodiments, be provided with the third mounting hole on the connecting portion.
According to the utility model discloses a beam type template connection structure of other embodiments, the supporting template is the galvanized sheet.
According to the utility model discloses a beam type template connection structure of other embodiments, the frame transversely supports the girder including a pair of parallel arrangement, be connected with the secondary beam between the girder, form frame construction.
In a second aspect, an embodiment of the present invention provides a floor deck system, including the beam type formwork connecting structure of any of the above embodiments, through the supporting device connects the floor beam of the building structure, the beam type formwork erects on the supporting device, through dismantling the supporting device can with the beam type formwork is dismantled.
The utility model discloses building carrier plate system has following beneficial effect at least:
the floor beam of the building structure is connected through the supporting device, the beam type formwork is erected on the supporting device, the beam type formwork can be detached through the detachable supporting device, a detachable beam type formwork connecting structure is formed, the rigidity and the strength of the formwork can be guaranteed under the condition that the vertical supports are not arranged, and the floor is guaranteed to meet the design requirements, so that when the steel structure building is constructed, the vertical supports do not need to be arranged under the beam type formwork connecting structure, the multi-layer floor can be constructed simultaneously, the construction speed is increased, and the construction cost is saved.
Drawings
FIG. 1 is a schematic structural view of one embodiment of a beam-style formwork attachment structure;
FIG. 2 is an exploded view of a portion of the structure of FIG. 1;
FIG. 3 is a front view of FIG. 1;
FIG. 4 is a schematic structural view of one embodiment of a clamping member;
FIG. 5 is a schematic structural view of one embodiment of the stand-off member;
FIG. 6 is an exploded view of the beam template.
Detailed Description
The conception and the resulting technical effects of the present invention will be made clear and fully described below with reference to the accompanying embodiments, so that the objects, features and effects of the present invention can be fully understood. Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and other embodiments obtained by those skilled in the art without inventive labor based on the embodiments of the present invention all belong to the protection scope of the present invention.
In the description of the embodiments of the present invention, if an orientation description is referred to, for example, an orientation or positional relationship indicated by "up", "down", etc. is an orientation or positional relationship based on that shown in the drawings, it is only for convenience of description and simplification of description, and it is not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the embodiments of the present invention, if a feature is referred to as being "provided" or "connected" to another feature, it can be directly provided or connected to the other feature or indirectly provided or connected to the other feature. In the description of the embodiments of the present invention, if "a plurality" is referred to, it means one or more, if "a plurality" is referred to, it is understood that two or more are not included, and if "first", "second", "third", etc., are referred to, it is understood that the technical features are distinguished, but not understood that relative importance is indicated or implied, or that the number of the indicated technical features is implicitly indicated, or that the precedence of the indicated technical features is implicitly indicated.
In the solutions known to the inventors, fabricated steel structure buildings typically employ a demountable steel truss floor deck to cast the floor slab. The steel bar truss floor support plate comprises the following general components: template, draw-in groove fastener, steel bar truss. The lower part of the clamping groove fastener is provided with a threaded hole and is fixed on the template through a self-tapping screw clamping groove fastener, and the clamping groove fasteners are arranged on the template in a matrix manner. And a steel bar clamping groove is formed in the clamping groove fastener, and the steel bar truss is connected with the clamping groove fastener through the steel bar clamping groove. The steel bar truss floor plate is paved by welding two ends of the steel bar truss with the steel beam, and the steel bar truss is a main stress member of the whole floor bearing plate. During construction, the steel bar truss floor bearing plate is paved on the building frame beam, so that the end part of the steel bar truss is welded with the steel beam. If the roof beam span is too big, need set up vertical braces bottom the template, consequently, the construction of floor can only go on in proper order the successive layer, can not carry out the construction of multilayer floor simultaneously, therefore the time limit for a project is longer. The utility model discloses a beam type template replaces conventional steel bar truss building carrier plate, and the frame transversely supports and replaces vertical braces for the floor construction can go on simultaneously by the multilayer, improves the efficiency of construction, reduces construction cost. The following are specific examples:
the first embodiment is as follows:
fig. 1 is a schematic structural view of an embodiment of a beam formwork connection structure, fig. 2 is an exploded view of a partial structure of fig. 1, fig. 3 is a front view of fig. 1, and referring to fig. 1 to 3, the beam formwork connection structure of the embodiment includes a beam formwork 100 and a supporting device 200, the beam formwork 100 includes a frame lateral support 120 and a supporting formwork 110, and the supporting formwork 110 is provided on the frame lateral support 120; a supporting device 200 including a clamping member 210 for detachably coupling to a floor beam 300 of a building structure, and a seating member 220 for supporting the beam type formwork 100; the bottom of the beam formwork 100 is mounted on the stand members 220. The supporting device 200 is detachably connected to the floor beams 300, the beam type formwork 100 is supported through the supporting device 200, the beam type formwork 100 can be supported between the floor beams 300 of the building structure, floor reinforcing steel bars can be bound on the beam type formwork 100, floor pipelines can be arranged, floor holes can be reserved, concrete is poured and maintained on a panel of the beam type formwork 100, and after the concrete meets the strength requirement, the supporting device 200 can be detached, so that the beam type framework formwork can be detached, and the floor pouring is completed. The frame transverse support 120 replaces the traditional truss floor bearing plate, so that the floor construction can be carried out simultaneously in multiple layers, the construction efficiency is improved, and the construction cost is reduced; the beam type frame template is used for replacing a steel bar truss floor bearing plate, so that the construction difficulty degree of floor slab steel bar binding, floor slab inner pipeline laying and floor slab hole reservation is reduced, the problem of large steel bar consumption in a steel bar truss floor bearing plate mode is solved, the construction efficiency is improved, and the labor cost is reduced; in addition, a detachable tool type design is formed, so that the beam type formwork 100 and the supporting device 200 can be recycled, and in addition, the galvanized steel plate can be adopted for replacing the traditional wood formwork for the supporting formwork 110, so that the recycling frequency is improved, and the construction cost is reduced.
Referring to fig. 3 and 4, the clamping member 210 includes a first mounting portion for detachably coupling to the floor beam 300 and a second mounting portion to which the seating member 220 is coupled such that the coupling and mounting of the clamping member 210 forms a tool-type mounting structure. The floor beams 300 are typically H-section steel beams having webs and flanges. The first mounting portion of this embodiment includes first splint 211 and second splint 212 that are parallel to each other, forms clamping groove 213 between first splint 211 and the second splint 212, and this clamping groove 213 can hold the bottom flange of floor beam 300, is provided with first mounting hole 214 on the second splint 212, consequently, can pass first mounting hole 214 through the fastener and with first mounting portion fixed connection in the bottom flange of floor beam 300, realizes the demountable installation of clamping piece 210.
The second mounting portion includes a supporting plate 215, the first clamping plate 211 and the second clamping plate 212 are disposed on the outer side surface of the supporting plate 215, and the supporting plate 215 is provided with a second mounting hole 216 for mounting the supporting member 220, so as to realize the fixed mounting of the supporting member 220. The first clamping plates 211 are perpendicular to the supporting plate 215, and a reinforcing plate 217 is arranged between the first clamping plates 211 and the supporting plate 215, so that the bearing capacity of the supporting device 200 can be enhanced.
Referring to fig. 4 and 5, the support member 220 includes a connection portion 221 and a support portion 222, the connection portion 221 being connected to the support plate 215 of the clamping member 210, and the support portion 222 extending from the connection portion 221 toward the inner side of the floor beam 300. The connecting portion 221 is provided with a third mounting hole 223, and the clamping member 210 and the support member 220 are fixedly connected through a fastening member and the third mounting hole 223 and a second mounting hole 216 on the clamping member 210, wherein the second mounting hole 216 may be configured as an oblong hole structure, and is in bolt connection with the support member 220 through the oblong hole. The variable sizes a and b of the connection between the clamping piece 210 and the support piece 220 are designed according to the actual conditions of engineering projects by utilizing the two groups of oblong holes, so that the clamping device is suitable for steel beams with different specifications.
Referring to fig. 1 and 6, the frame cross brace 120 includes a pair of parallel arranged main beams 121, and a secondary beam 122 connected between the main beams 121 to form a frame structure. One of the possible implementations is: the beam type frame transverse support 120 is formed by welding a C-shaped steel main beam 121, a C-shaped steel secondary beam 122a and an angle steel secondary beam 122b, the C-shaped steel secondary beam 122a is welded at the head end and the tail end of the main beam 121, the angle steel secondary beam 122b is arranged along the length direction of the main beam 121, the angle steel secondary beam is welded in a frame enclosed by the main beam and the C-shaped steel secondary beam 122a, and a support template 110 (a galvanized steel plate can be adopted) is welded on the upper portion of the frame transverse support 120, so that the beam type frame template is.
The general steps of adopting the beam type template connecting structure to pour the floor slab are as follows:
(1) determining the lengths of the main beams 121 and the supporting templates 110 of the beam type template 100 according to the span of the floor beams 300, then processing the main beams 121, the secondary beams 122 and the supporting templates 110 in a processing plant, and completing the structural connection of the beam type frame template by welding;
(2) clamping and connecting the clamping piece 210 and the bottom flange of the floor beam of the building structure by using a clamping bolt, then completing the bolt connection of the clamping piece 210 and the support piece 220, and then placing the beam type frame template on the support piece 220;
(3) binding floor slab reinforcing steel bars, arranging floor slab pipelines and reserving floor slab holes on the supporting template 110;
(4) pouring and curing concrete on the supporting formwork 110;
(5) and after the concrete meets the strength requirement, screwing off the clamping bolt on the clamping piece 210, and disassembling the clamping piece 210, the support piece 220 and the beam type frame template to finish the floor slab pouring.
Example two:
the floor deck system (not shown) of the present embodiment includes the beam formwork connection structure according to any one of the above embodiments, the floor beams of the building structure are connected by the supporting device, the beam formwork 100 is installed on the supporting device 200, and the beam formwork 100 can be removed by detaching the supporting device 200. When using traditional template or steel bar truss floor carrier plate, if set up vertical braces below it, current floor or template rigidity and intensity are not enough to lead to the template to break or the floor is downwarped. If set up vertical braces under steel bar truss building carrier plate, then can not do the simultaneous construction of multilayer floor, increased the cost that sets up vertical braces simultaneously. Compare with traditional steel bar truss-like building carrier plate, adopt this building carrier plate system to have following advantage:
(1) by adopting the detachable beam type template connecting structure, the rigidity and the strength of the template can be ensured under the condition that the vertical support is not arranged, and the floor can meet the design requirement, so that when the detachable beam type template connecting structure is used for steel structure building construction, the vertical support does not need to be arranged below the detachable beam type template connecting structure, the construction of a plurality of layers of floor can be simultaneously carried out, the construction speed is improved, and the construction cost is saved;
(2) the supporting device and the beam type template are designed in a detachable tool mode, after pouring, the beam type template, the support piece and the clamping piece can be detached after floor concrete meets design requirements, all components are recycled, construction cost is saved, and a galvanized steel plate can be used for replacing a laminated slab template or a wood template in traditional building floor construction, so that the recycling space of the template is improved, and cost is saved;
(3) the beam type framework template is used for replacing a steel bar truss floor bearing plate, so that the construction difficulty of floor slab steel bar binding, floor slab inner pipeline laying and floor slab hole reservation is reduced, the construction efficiency is improved, and the labor cost is saved.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art. Furthermore, the embodiments of the present invention and features of the embodiments may be combined with each other without conflict.
Claims (10)
1. A beam type formwork connecting structure, comprising:
the beam type template comprises a frame transverse support and a supporting template, and the supporting template is arranged on the frame transverse support;
a support means including a clamp member for removable attachment to a floor beam of a building structure and a support member for supporting the frame for lateral support; the bottom of the frame transverse support is erected on the support piece.
2. A beam template attachment structure according to claim 1, wherein said clamp member includes a first mounting portion for removable attachment to said floor beam and a second mounting portion to which said brace member is attached.
3. A beam formwork connection structure according to claim 2, wherein said first mounting portion includes first and second clamp plates parallel to each other, a clamping groove is formed between said first and second clamp plates, said clamping groove is capable of receiving a flange of said floor beam, and said second clamp plate is provided with a first mounting hole.
4. The beam template connecting structure according to claim 3, wherein said second mounting portion includes a support plate, said first clamping plate and said second clamping plate being disposed on an outer side surface of said support plate, said support plate being provided with a second mounting hole for mounting said seat member.
5. A beam template attachment structure according to claim 4, wherein said second mounting hole is provided as an oblong hole structure.
6. A beam type formwork connection structure according to any one of claims 1 to 5, wherein the seating member includes a connection portion connected to the clamping member and a support portion extending from the connection portion to an inner side of the floor beam.
7. The beam formwork connection structure according to claim 6, wherein a third mounting hole is provided on the connection portion.
8. The beam template connection structure according to claim 1, wherein the support template is a galvanized sheet.
9. A beam formwork attachment structure as defined in claim 1, wherein said frame cross supports include a pair of parallel arranged main beams with secondary beams connected therebetween to form a frame structure.
10. A floor deck system, characterized by: comprising a beam formwork connection structure according to any one of claims 1 to 9, a floor beam of a building structure being connected by said support means, said beam formwork being erected on said support means, said beam formwork being removable by removal of said support means.
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| CN202020780919.8U CN213115486U (en) | 2020-05-12 | 2020-05-12 | Beam type template connecting structure and floor support plate system |
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| CN202020780919.8U CN213115486U (en) | 2020-05-12 | 2020-05-12 | Beam type template connecting structure and floor support plate system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513151A (en) * | 2021-06-29 | 2021-10-19 | 李新华 | Floor slab framework, floor slab and manufacturing method thereof |
| CN113530243A (en) * | 2021-08-10 | 2021-10-22 | 山西广业建设工程有限公司 | High-earthquake-resistance quick-installation steel structure floor bearing plate concrete multilayer synchronous pouring construction method |
| CN115075605A (en) * | 2022-07-06 | 2022-09-20 | 舜元建设(集团)有限公司 | Construction method of old house reconstruction structure and old house reconstruction structure |
| CN115126225A (en) * | 2022-06-30 | 2022-09-30 | 陕西帕源路桥建设有限公司 | Floor slab template supporting beam and floor slab template supporting assembly |
| CN115162720A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Crossbeam pouring mold |
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2020
- 2020-05-12 CN CN202020780919.8U patent/CN213115486U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513151A (en) * | 2021-06-29 | 2021-10-19 | 李新华 | Floor slab framework, floor slab and manufacturing method thereof |
| CN113530243A (en) * | 2021-08-10 | 2021-10-22 | 山西广业建设工程有限公司 | High-earthquake-resistance quick-installation steel structure floor bearing plate concrete multilayer synchronous pouring construction method |
| CN113530243B (en) * | 2021-08-10 | 2022-11-11 | 山西广业建设工程有限公司 | High-earthquake-resistance quick-installation steel structure floor bearing plate concrete multilayer synchronous pouring construction method |
| CN115126225A (en) * | 2022-06-30 | 2022-09-30 | 陕西帕源路桥建设有限公司 | Floor slab template supporting beam and floor slab template supporting assembly |
| CN115162720A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Crossbeam pouring mold |
| CN115126225B (en) * | 2022-06-30 | 2023-11-07 | 陕西帕源路桥建设有限公司 | Floor template supporting component |
| CN115075605A (en) * | 2022-07-06 | 2022-09-20 | 舜元建设(集团)有限公司 | Construction method of old house reconstruction structure and old house reconstruction structure |
| CN115075605B (en) * | 2022-07-06 | 2023-12-29 | 舜元建设(集团)有限公司 | Construction method of old house reconstruction structure and old house reconstruction structure |
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